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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-Finance | ₹32.2 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹32.7 L+₹47,774.38 (1.48%)Rejected-Finance | ₹32.7 L+₹47,774.38 (1.48%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹33.0 L+₹75,021.28 (2.33%)Rejected-Finance | ₹33.0 L+₹75,021.28 (2.33%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹33.0 L+₹81,640.34 (2.53%)Rejected-Finance | ₹33.0 L+₹81,640.34 (2.53%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹34.0 L+₹1.8 L (5.48%)Rejected-Finance | ₹34.0 L+₹1.8 L (5.48%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Dilip Kumar Barman L3 | Md. Sarif Ali L4 | Sri Kishor Kalita L2 | UTPAL BAISHYA L9 | SAILEN BAISHYA L7 | Sri Rubul Bhatta L1 | Dwipen Bezbaruah L5 | PULEN HALOI L8 | NAMANI ENTERPRISE L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 11.1. Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.1 Ordinary soil, Upto 3 m depth | 430.01 | Cum | 146.67 ₹63,071.05 | 145 ₹62,351.45 | 110 ₹47,301.1 Lowest | 190 ₹81,701.9 | 158.06 ₹67,968.13 | 143.33 ₹61,633.33 | 145 ₹62,351.45 | 164 ₹70,521.64 | 152 ₹65,361.52 |
| 2.00 | 14.11. Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (i) Random rubble masonry in case of stone pitching laid with cement mortar (1:5) | 340 | Cum | 3,690.4 ₹12,54,734.85 | 3,697.8 ₹12,57,252 | 4,000 ₹13,60,000 | 4,930 ₹16,76,200 | 3,976.93 ₹13,52,157.37 | 3,606.41 ₹12,26,179.4 Lowest | 4,200 ₹14,28,000 | 4,135 ₹14,05,900 | 3,830 ₹13,02,200 |
| 3.00 | 14.8. Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 45 | Cum | 2,042.23 ₹91,900.38 | 2,046.35 ₹92,085.75 | 2,400 ₹1,08,000 | 2,733 ₹1,22,985 | 2,200.8 ₹99,035.89 | 1,995.75 ₹89,808.75 Lowest | 2,046 ₹92,070 | 2,288 ₹1,02,960 | 2,118 ₹95,310 |
| 4.00 | 11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A. With crushed Stone (i)P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) | 30 | Cum | 5,242.55 ₹1,57,276.52 | 5,298.8 ₹1,58,964 | 4,500 ₹1,35,000 Lowest | 7,022.34 ₹2,10,670.18 | 5,649.6 ₹1,69,488.08 | 5,124.45 ₹1,53,733.5 | 6,919.6 ₹2,07,588 | 5,874.31 ₹1,76,229.3 | 5,439.41 ₹1,63,182.24 |
| 5.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI
wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven
diagonally) including 10 per cent extra for laps and joints laid with stone
boulders weighing not less than 25 | 215.46 | Cum | 1,463.89 ₹3,15,409.4 | 1,466 ₹3,15,864.36 | 1,550 ₹3,33,963 | 1,952 ₹4,20,577.92 | 1,577.55 ₹3,39,899.02 | 1,430.57 ₹3,08,230.61 Lowest | 1,465 ₹3,15,648.9 | 1,641 ₹3,53,569.86 | 1,519 ₹3,27,283.74 |
| 6.00 | Providing and laying pitching on slopes laid over prepared filter media as
per drawing and technical specifications Clause 1302 I Stone/Boulder | 75 | Cum | 1,464.29 ₹1,09,821.49 | 1,466 ₹1,09,950 | 1,500 ₹1,12,500 | 1,960 ₹1,47,000 | 1,578 ₹1,18,350 | 1,430.57 ₹1,07,292.75 Lowest | 1,465 ₹1,09,875 | 1,641 ₹1,23,075 | 1,518 ₹1,13,850 |
| 7.00 | Providing and laying filter material underneath pitching in slopes complete
as per drawing and technical specifications Clause 1302 | 37.5 | Cum | 2,426.6 ₹90,997.49 | 2,431 ₹91,162.5 | 1,600 ₹60,000 Lowest | 3,248 ₹1,21,800 | 2,615.01 ₹98,062.89 | 2,371.37 ₹88,926.38 | 2,200 ₹82,500 | 2,718 ₹1,01,925 | 2,517 ₹94,387.5 |
| 8.00 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si | 500 | Each | 2,426.6 ₹12,13,299.81 | 2,431 ₹12,15,500 | 2,225 ₹11,12,500 | 3,220 ₹16,10,000 | 2,615.01 ₹13,07,505.15 | 2,371.37 ₹11,85,685 | 2,200 ₹11,00,000 Lowest | 2,719 ₹13,59,500 | 2,517 ₹12,58,500 |
Tender Value
₹44.1 L
EMD Value
₹88,000
Closing Date
1 Jul 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Re Construction of Nalbari Palla road under NDRF (PDNA - 2022) for the year 2025-26.
2026_PWD_52792_1
Tech/NDTRD/NIT/1028/4947 dated 16.06.2026
Open Tender
Civil Works – Roads
Item Rate
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹880
₹88,000
Yes
25 Aug 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
23 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 11.1. Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.1 Ordinary soil, Upto 3 m depth | 1 | Cum | 196.35 | ₹196.15 |
| 2 | 14.11. Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (i) Random rubble masonry in case of stone pitching laid with cement mortar (1:5) | - | Cum | 4,940.29 | - |
| 3 | 14.8. Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | - | Cum | 2,733.91 | - |
| 4 | 11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A. With crushed Stone (i)P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) | - | Cum | 7,018.14 | - |
| 5 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI
wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven
diagonally) including 10 per cent extra for laps and joints laid with stone
boulders weighing not less than 25 | - | Cum | 1,959.69 | - |
| 6 | Providing and laying pitching on slopes laid over prepared filter media as
per drawing and technical specifications Clause 1302 I Stone/Boulder | - | Cum | 1,959.69 | - |
| 7 | Providing and laying filter material underneath pitching in slopes complete
as per drawing and technical specifications Clause 1302 | - | Cum | 3,248.46 | - |
| 8 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si | - | Each | 3,248.46 | - |
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